PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 07/17/25 EST. NO. 012 TIME 01:52 PM R.E. NAME: MUKHERJEE, RABINDRA 04-2Q7004 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0015 5,734.57 E.W. @ F.A.(+) 042425 N 0140.0 0016 5,096.85 043025 N 0141.0 009 0039 5,567.06 E.W. @ F.A.(+) 042425 N 0148.0 022 0006 11,825.61 A.C. @ F.A.(+) 030525 N 0132.0 0007 11,248.36 030625 N 0133.0 025 0001 15,543.12 E.W. @ F.A.(+) 042525 N 0142.0 0002 14,211.61 042825 N 0143.0 0003 12,103.89 042925 N 0144.0 0004 10,316.51 043025 N 0145.0 91,647.58 TOTAL THIS ESTIMATE 1,295,972.44 TOTAL PREVIOUS ESTIMATE 1,387,620.02 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/17/25 EST. NO. 012 TIME 01:52 PM R.E. NAME: MUKHERJEE, RABINDRA 04-2Q7004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LC OICKUP -5,625.00 007 OUT OF STATE DEDUCT -5,000.00 008 RESTAKE OF SR #6 -19,460.00 008 RETURN PART RESTAKE 14,595.00 009 0.00 -15,490.00 TOTAL DEDUCTIONS 0.00 -15,490.00 PROGRAM CAS145 PAGE 1 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q7004 TIME 01:52 PM ESTIMATE NO. 012 BID OPENING 04/04/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 07/17/25 LOCATION PROGRESS ESTIMATE 04-CC-4-L0.0/R14.3 ----------------- BAY CITIES PAVING & GRADING, CONTRA COSTA COUNTY IN HERCULES AND INC. CONCORD FROM SAN PABLO AVENUE TO ROUTE 1450 CIVIC CT BLDG B #400 4/242 SEPARATION CONCORD CA 94520 FED. AID NO. ACNH-P004(163)E REPLACE ASPHALT CONCRETE SURFACING AND INS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,900.0000 4,900.00 1.000 4,900 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 13,933.6300 13,933.63 0.250 3,483.41 0.750 10,450 003 TIME-RELATED OVERHEAD (LS) LS 634,000.0000 634,000.00 0.040 25,360.00 0.530 336,020 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 66,000.00 2.000 12,000 005 HOURLY OFF-SITE HR 200.0000 8,000.00 11.000 2,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 247,500.0000 247,500.00 0.750 185,625 007 TRAFFIC CONTROL SYSTEM LS 2,354,460.0600 2,354,460.06 0.560 1,318,497 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 534.1900 24,038.55 45.000 24,038 009 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 16,650.00 96.000 4,320 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 200.0000 29,400.00 5.000 1,000.00 85.000 17,000 SYSTEM DAY 011 TEMPORARY BARRIER SYSTEM LF 11.6500 309,890.00 3,800.000 44,270 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,578.9200 31,736.76 1.000 10,578.92 3.000 31,736 013 MOBILE BARRIER SYSTEM DAY 3,090.4700 139,071.15 45.000 139,071 014 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,250.0000 127,500.00 13.000 55,250 015 JOB SITE MANAGEMENT LS 92,444.8800 92,444.88 0.030 2,773.35 0.500 46,222 016 STORMWATER POLLUTION PREVENTION PLAN LS 3,000.0000 3,000.00 0.500 1,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 425.0000 18,700.00 3.000 1,275 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 3,200.00 18.000 3,600 020 TEMPORARY FIBER ROLL LF 3.2500 35,100.00 10,800.000 35,100 021 TEMPORARY SILT FENCE LF 3.5000 8,400.00 2,600.000 9,100 022 TEMPORARY CONSTRUCTION ENTRANCE EA 4,765.9400 9,531.88 2.000 9,531 PROGRAM CAS145 PAGE 2 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q7004 TIME 01:52 PM ESTIMATE NO. 012 BID OPENING 04/04/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 15,485.8000 15,485.80 0.100 1,548.58 0.570 8,826 024 TEMPORARY CONCRETE WASHOUT LS 6,119.3900 6,119.39 0.300 1,835.82 1.000 6,119 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 64,500.00 0.000 0 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.2900 95,120.00 300,000.000 87,000 027 NOISE MONITORING LS 3,885.3200 3,885.32 0.000 0 028 REMOVE CONCRETE (LF) LF 71.4500 2,858.00 20.000 1,429 029 CLEARING AND GRUBBING (LS) LS 41,000.0000 41,000.00 1.000 41,000 030 ROADWAY EXCAVATION CY 79.9500 96,739.50 1,193.800 95,444 031 SOIL DENSIFICATION (HIGH DENSITY LB 3.7600 111,296.00 40,723.560 153,120 POLYURETHANE) 032 DITCH EXCAVATION CY 1,231.2625 985.01 0.000 0 033 EMBANKMENT CY 100.0000 76,000.00 760.000 76,000 034 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 035 COMPACTION GROUTING CY 875.0000 61,250.00 120.080 105,070 036 GROUT (COMPACTION GROUTING) (CF) CF 22.8000 135,432.00 2,491.710 56,810 037 WOOD MULCH CY 200.0000 4,000.00 0.000 0 038 CHECK AND TEST EXISTING IRRIGATION LS 4,000.0000 4,000.00 0.000 0 FACILITIES 039 REMOVE IRRIGATION FACILITY LS 4,000.0000 4,000.00 0.000 0 040 CONTROL AND NEUTRAL CONDUCTORS LS 4,000.0000 4,000.00 0.000 0 041 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 80.0000 400.00 0.000 0 042 RISER SPRINKLER ASSEMBLY EA 80.0000 2,400.00 0.000 0 043 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 15.0000 4,500.00 0.000 0 (F) LINE) 044 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 15.0000 10,275.00 0.000 0 (F) LINE) 045 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 16.0000 160.00 0.000 0 (F) (SUPPLY LINE) 046 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 20.0000 1,200.00 0.000 0 (F) LINE) 047 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 15,000.00 9.000 4,500 048 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.8000 21,600.00 810.000 648 049 HYDROMULCH SQFT 0.1000 30,400.00 86,333.000 8,633 PROGRAM CAS145 PAGE 3 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q7004 TIME 01:52 PM ESTIMATE NO. 012 BID OPENING 04/04/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FIBER ROLLS LF 3.5000 175,000.00 11,274.000 39,459 051 HYDROSEED SQFT 0.2000 60,600.00 85,996.000 17,199 052 COMPOST (CY) CY 60.0000 57,000.00 226.040 13,562 053 INCORPORATE MATERIALS SQFT 0.0100 2,760.00 76,688.000 766 054 CLASS 2 AGGREGATE BASE (CY) CY 161.9000 100,378.00 617.530 99,978 055 HIGH FRICTION SURFACE TREATMENT SQYD 27.0000 459,000.00 0.000 0 056 REPLACE ASPHALT CONCRETE SURFACING CY 303.0400 2,060,672.00 7,241.010 2,194,315 057 HOT MIX ASPHALT (TYPE A) TON 107.1200 155,324.00 0.000 0 058 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 141.0000 8,178,000.00 3,576.800 504,328.80 3,576.800 504,328 059 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 130.0000 4,160,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 060 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 11.4500 4,351.00 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.9600 194,040.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.8700 18,019.00 3.000 14.61 3.000 14 063 TACK COAT TON 1,363.3300 408,999.00 16.400 22,358.61 16.400 22,358 064 REMOVE ASPHALT CONCRETE DIKE LF 1.4200 73,840.00 124.000 176 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0600 1,646,280.00 35,100.000 107,406.00 35,100.000 107,406 066 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,030.0000 1,390,500.00 1,245.000 1,282,350 067 JOINT SEAL (SILICONE) LF 9.0000 72,900.00 8,100.000 72,900 068 REMOVE CONCRETE PAVEMENT AND BASE CY 350.0000 472,500.00 1,245.000 435,750 069 GRIND EXISTING CONCRETE PAVEMENT SQYD 12.0000 38,880.00 3,240.000 38,880 070 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,368.7300 134,749.20 15.900 53,562 (F) 071 MINOR CONCRETE (COLLAR) CY 700.0000 2,590.00 5.000 3,500 072 FURNISH SIGN STRUCTURE (TRUSS) LB 12.4000 73,842.00 3,573.650 44,313 (F) 073 INSTALL SIGN STRUCTURE (TRUSS) LB 5.5500 33,050.25 3,573.650 19,833 (F) 074 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 20.9000 18,705.50 894.700 18,699 (F) WITHOUT WALKWAY) 075 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 6.7500 6,041.25 894.700 6,039 (F) WITHOUT WALKWAY) 076 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,295.0000 18,130.00 11.000 14,245 PROGRAM CAS145 PAGE 4 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q7004 TIME 01:52 PM ESTIMATE NO. 012 BID OPENING 04/04/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE BRIDGE MOUNTED SIGN EA 2,750.0000 2,750.00 1.000 2,750 078 18" ALTERNATIVE PIPE CULVERT LF 461.0000 470,220.00 1,042.000 480,362 079 24" ALTERNATIVE PIPE CULVERT LF 302.0400 196,326.00 335.000 101,183 080 30" ALTERNATIVE PIPE CULVERT LF 339.1200 74,606.40 0.000 0 081 36" ALTERNATIVE PIPE CULVERT LF 557.1600 55,716.00 58.400 32,538 082 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 88.6800 15,962.40 80.000 7,094 (.079" THICK) 083 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 102.0800 6,124.80 60.000 6,124 (.079" THICK) 084 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 114.7100 13,765.20 118.300 13,570 (.079" THICK) 085 12" ANCHOR ASSEMBLY EA 591.1900 1,773.57 3.000 1,773 086 36" ANCHOR ASSEMBLY EA 666.0100 666.01 0.000 0 087 36" CORRUGATED STEEL PIPE INLET (.079" LF 2,124.2600 12,745.56 4.000 8,497 THICK) 088 12" ALTERNATIVE FLARED END SECTION EA 1,099.1300 1,099.13 1.000 1,099 089 18" ALTERNATIVE FLARED END SECTION EA 1,171.5800 4,686.32 5.000 5,857 090 24" ALTERNATIVE FLARED END SECTION EA 1,262.5600 2,525.12 1.000 1,262 091 36" ALTERNATIVE FLARED END SECTION EA 1,755.1200 1,755.12 0.000 0 092 INLET DEPRESSION EA 2,498.5800 7,495.74 0.000 0 093 24" EPDM RUBBER PIPE JOINT SEAL EA 2,513.0400 2,513.04 0.000 0 094 REMOVE CULVERT (EA) EA 2,614.7900 2,614.79 1.000 2,614 095 REMOVE CULVERT (LF) LF 18.0300 36,060.00 894.000 16,118 096 REMOVE INLET EA 988.2300 4,941.15 2.000 1,976 097 ADJUST FRAME AND GRATE TO GRADE EA 974.3200 974.32 0.000 0 098 12" ALTERNATIVE PIPELINER LF 118.9800 84,475.80 0.000 0 099 18" ALTERNATIVE PIPELINER LF 170.7600 290,292.00 0.000 0 100 24" ALTERNATIVE PIPELINER LF 149.8400 149,840.00 0.000 0 101 36" ALTERNATIVE PIPELINER LF 469.9600 42,296.40 0.000 0 102 CLEANING, INSPECTING, AND PREPARING LF 39.6500 118,950.00 2,400.000 95,160.00 2,400.000 95,160 CULVERT (LF) 103 CONCRETE (DITCH LINING) CY 1,468.0800 16,148.88 10.440 15,326.76 11.000 16,148 PROGRAM CAS145 PAGE 5 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q7004 TIME 01:52 PM ESTIMATE NO. 012 BID OPENING 04/04/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE (CONCRETE APRON) CY 4,309.0000 1,723.60 0.400 1,723.60 0.400 1,723 105 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 600.9600 10,216.32 36.100 21,694 METHOD B) (CY) 106 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 30.6000 979.20 45.900 1,404 107 MINOR CONCRETE (GUTTER) (LF) LF 104.2000 12,504.00 120.000 12,504.00 120.000 12,504 108 DETECTABLE WARNING SURFACE SQFT 70.0000 11,900.00 65.000 4,550.00 166.400 11,648 109 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 9.4500 215,460.00 22,800.000 215,460 110 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,800.0000 36,000.00 8.900 16,020.00 27.187 48,936 RAMP) 111 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 74.3500 8,178.50 36.500 2,713.78 110.000 8,178 112 PRE/POST CONSTRUCTION SURVEYS EA 1,250.0000 10,000.00 4.000 5,000.00 8.000 10,000 113 MISCELLANEOUS IRON AND STEEL LB 3.0600 9,635.94 1,845.000 5,645 (F) 114 STEEL COVER EA 749.2200 749.22 1.000 749 115 REMOVE PAVEMENT MARKER EA 2.0000 8,200.00 0.000 0 116 DELINEATOR (CLASS 1) EA 45.0000 4,050.00 0.000 0 117 GUARD RAILING DELINEATOR EA 25.5000 18,360.00 436.000 11,118 118 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 56,000.00 0.000 0 119 OBJECT MARKER (TYPE P) EA 80.0000 2,400.00 0.000 0 120 OBJECT MARKER (TYPE R) EA 80.0000 160.00 0.000 0 121 REMOVE ROADSIDE SIGN EA 125.0000 25,000.00 0.000 0 122 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 50.0000 2,000.00 0.000 0 BRACKET METHOD) 123 REMOVE ROADSIDE SIGN PANEL EA 200.0000 1,400.00 0.000 0 124 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 185.0000 2,590.00 8.000 1,480 PANEL FRAME 125 REMOVE SIGN PANEL EA 130.0000 1,300.00 9.000 1,170 126 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 27.2500 43,600.00 1,600.000 43,600 127 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 46.7000 130,760.00 1,745.970 81,536 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.1000 28,960.00 0.000 0 (0.063"-UNFRAMED) 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.4500 26,320.00 0.000 0 (0.080"-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.2500 6,050.00 0.000 0 (0.063"-FRAMED) PROGRAM CAS145 PAGE 6 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q7004 TIME 01:52 PM ESTIMATE NO. 012 BID OPENING 04/04/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 62,100.00 0.000 0 (0.080"-FRAMED) 132 ROADSIDE SIGN - ONE POST EA 325.0000 55,250.00 0.000 0 133 ROADSIDE SIGN - TWO POST EA 500.0000 35,000.00 0.000 0 134 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 7,000.00 0.000 0 METHOD) 135 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.0000 28,500.00 1,668.310 25,024 136 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 200.0000 1,200.00 0.000 0 POST 137 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 27.7500 449,550.00 16,127.000 447,524 138 VEGETATION CONTROL (MINOR CONCRETE) SQYD 79.0800 688,786.80 392.430 31,033.36 8,710.000 688,786 139 DOUBLE MIDWEST GUARDRAIL SYSTEM (WOOD LF 65.0000 3,250.00 0.000 0 POST) 140 TRANSITION RAILING (TYPE WB-31) EA 5,350.0000 5,350.00 1.000 5,350 141 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,495.0000 44,850.00 23.000 34,385 142 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 144 CONCRETE BARRIER TRANSITION LF 1,472.3500 145,762.65 99.000 145,762 (F) 145 REMOVE GUARDRAIL LF 5.5000 78,650.00 14,829.000 81,559 146 REMOVE METAL RAILING LF 895.0000 3,401.00 4.000 3,580 147 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 7.0000 161,000.00 0.000 0 WET NIGHT VISIBILITY) 148 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 122,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 149 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 190.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 150 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 151 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 532,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 152 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 10,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 153 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,160.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 154 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) PROGRAM CAS145 PAGE 7 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q7004 TIME 01:52 PM ESTIMATE NO. 012 BID OPENING 04/04/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 68,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 156 REMOVE CONTRAST STRIPE LF 1.0000 196,000.00 0.000 0 157 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 6,000.00 0.000 0 158 12" RUMBLE STRIP (ASPHALT CONCRETE STA 37.2900 13,797.30 0.000 0 PAVEMENT) 159 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 31,600.00 0.000 0 (BROKEN 12-3) 160 12" TRAFFIC STRIPE TAPE (WARRANTY) LF 8.0000 76,080.00 0.000 0 161 CONTRAST STRIPE PAINT (2-COAT) LF 1.0000 91,000.00 0.000 0 162 REMOVE TRAFFIC STRIPE LF 1.0000 144,000.00 0.000 0 163 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 8.0000 112,000.00 0.000 0 164 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.0000 162,000.00 0.000 0 (BROKEN 18-12) 165 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.0000 500.00 0.000 0 (BROKEN 6-1) 166 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.0000 10,620.00 0.000 0 (BROKEN 17-7) 167 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 8.0000 60,000.00 0.000 0 168 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 13,200.00 0.000 0 (BROKEN 36-12) 169 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 8,500.0000 8,500.00 0.070 595.00 0.540 4,590 SYSTEM ELEMENTS DURING CONSTRUCTION 170 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 48,500.0000 48,500.00 0.000 0 171 MODIFYING RAMP METERING SYSTEMS LS 245,000.0000 245,000.00 0.000 0 172 MODIFYING TRAFFIC MONITORING STATIONS LS 279,850.0000 279,850.00 0.000 0 173 REMOVING SIGN ILLUMINATION SYSTEMS LS 40,000.0000 40,000.00 0.000 0 174 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 175 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,762.5900 5,762.59 0.500 2,881 176 REMOVE FLARED END SECTION (EA) EA 493.5700 2,961.42 5.000 2,467 177 REMOVE TEE EA 493.5800 493.58 1.000 493 178 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,700.0000 103,400.00 21.000 98,700 179 ALTERNATIVE CRASH CUSHION TL-3 EA 42,000.0000 42,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q7004 TIME 01:52 PM ESTIMATE NO. 012 BID OPENING 04/04/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 865,314.60 10,738,037.05 ADJUSTMENT OF COMPENSATION 23,073.97 128,173.73 EXTRA WORK 68,573.61 1,259,446.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 956,962.18 12,125,657.07 180 MOBILIZATION LS 3,500,000.0000 3,500,000.00 0.950 3,325,000 ORIGINAL CONTRACT AMOUNT 35,010,000.00 TOTAL WORK COMPLETED 956,962.18 15,450,657.07 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -15,490.00 TOTAL 956,962.18 15,435,167.07 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/29/24 350 07/22/24 07/22/24 04/08/26 204 28 30 0 42% 54% PROGRESS IS SATISFACTORY MUKHERJEE, RABINDRA RESIDENT ENGINEER